Design a rectangular beam for a 6.5 m simple span if a dead load of 14.5 KN/m (not including the beam weight) and a live load of 30 KN /M are to be supported. Use f. - 27.6 MPa and fy - 414 MPa.

Structural Analysis
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Chapter2: Loads On Structures
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1.6
Design a rectangular beam for a 6.5 m simple span if a dead load of 14.5 KN/m (not
including the beam weight) and a live load of 30 KN/M are to be supported. Use f
= 27.6 MPa and fy = 414 MPa.
Transcribed Image Text:1.6 Design a rectangular beam for a 6.5 m simple span if a dead load of 14.5 KN/m (not including the beam weight) and a live load of 30 KN/M are to be supported. Use f = 27.6 MPa and fy = 414 MPa.
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